Journal of Transport Economics and Policy, Volume 47, Part 3, September 2013, pp. 349–369 Marginal Costs, Price Elasticities of Demand, and Second-best Pricing in a Multiproduct Industry An Application for Spanish Port Infrastructure Ramón Núñez-Sánchez Address for correspondence: Departamento de Economı́a, Universidad de Cantabria, Avda. Los Castros, s/n 39005 Santander (Spain) ([email protected]). This research has been partially funded by Ministerio de Ciencia e Innovación (Spain) grants PSE-370000-2008-8 and PSE-370000-2009-11. I also want to express my gratitude to Soraya Hidalgo for research assistance. I am indebted to the anonymous referees whose comments significantly helped to improve the paper. Abstract This paper tries to evaluate the price-setting structure for the Spanish port authorities during the period 1986–2005. To do this, we compare the structure of the most important port fees with those results obtained using a second-best mechanism based on Ramsey prices. The results show that port fees do not maximise social surplus due to the existence of heterogeneity among port authorities. In this sense, a new regulation which would allow port authorities to set their own fees may represent an improvement for the present mechanism. Date of receipt of final manuscript: May 2012 349 Journal of Transport Economics and Policy Volume 47, Part 3 1.0 Introduction Most of the theoretical discussions about an optimal port pricing rule focus on marginal cost pricing which maximises the social surplus. However, actual pricing policies normally differ from this ideal pricing structure (Strandenes and Marlow, 2000). The implementation of this theoretical general solution is extremely difficult for the port context, due to both the nature of the industry and the existence of different multiple agents which interact among them. As with other similar organisations that manage transport infrastructures (airports, railway networks, roads), short-run marginal costs are relatively low with regards to fixed building costs and, in this sense, cost recovery using the optimal pricing rule would not be possible. In order to overcome this problem, economic literature gives us some solutions to find mechanisms which allow allocative inefficiencies to be minimised. The first solution could be to use the concept of long-run marginal cost, which is defined as the sum of short-run marginal cost plus marginal cost of capacity increase. However, this solution presents several drawbacks as, for example, the fact that port infrastructure has an indivisible nature means it cannot continuously enlarge. Another theoretical solution would be the use of a second-best pricing rule based on Ramsey prices. This methodology has commonly been used in some network industries such as transport, water, sewerage or postal services (Train, 1977; Youn Kim, 1995; Cuthbertson and Dobbs, 1996; Garcia and Reynaud, 2004). On the other hand, in most European ports, the organisation which coordinates the use of common facilities and owns port infrastructure is called the port authority. This type of entity is usually a public-owned institution, while port operators which control port services (cargo handling, consignees and ancillary services) are privately owned. Regional development, universal service or geographical cohesion are the main reasons to justify the existence of public-owned port infrastructures. During the last decades, however, the cost recovery or self-financing of port authorities has been an important aim for them. In this sense, port fees (also known as port dues or port charges) have been essential for port authorities in order to finance the building of port infrastructure. This source of income charges different agents for the use of the general infrastructure of a port. This paper tries to evaluate the pricing system for the Spanish port authorities during the period 1986–2005. To do this, we compare the structure of the different port fees with the results obtained using a second-best mechanism based on Ramsey prices. First, we estimate a system of equations, including a multi-product short-run cost function and different demand functions. The estimation of demand functions for the use of port infrastructure enables us to calculate fee elasticities of demand, which we consider a novelty in the literature, given that we have not found previous studies which quantify the sensibility of the demand for these services with regard to port fees. Then, we calculate the different marginal costs for the provision of infrastructure and their corresponding price elasticities of demand. It is important to stress that optimal pricing within ports should be proportional to the costs generated including three items: cargo handling; the time in port for the vessel and cargo; and port dues and fees (Meersman et al., 2003). However, in this work we have considered only the cost associated with the last item, due to the limitations on 350 Marginal Costs, Price Elasticities of Demand, and Second-best Pricing Núñez-Sánchez data about time-related operational cost and cargo handling.1 Therefore, this research only takes into account the monetary costs related to the providers of port infrastructure: port authorities. On the other hand, cost related to time is important as a component of the generalised cost of the vessel or cargo. However, this concept is less essential if ports do not suffer congestion problems. We assume that this is the case of Spanish ports in general terms. The paper is structured as follows. Section 2 describes the Spanish port system and fees structure between 1986 and 2005. Section 3 describes the theoretical model. Section 4 contains the econometric specification of a multi-output variable cost function and the demand functions. Section 5 explains the data and defines the variables used in our analysis. Section 6 presents the results of the estimation of marginal costs and price elasticities of demand, comparing the fee structure with those obtained through the Ramsey pricing model. Finally, Section 7 summarises the main conclusions. 2.0 Description of the Spanish Port System (1986–2005) 2.1 An overview of the Spanish port system The state-owned port system in Spain consists of forty-six general interest ports, managed by twenty-seven port authorities. The public entity, Puertos del Estado (literally State Ports, a state-owned enterprise of national ports), is responsible for coordination and efficiency control. Spanish legislation provides the port system with the necessary instruments to improve its competitive position in an open, global market, setting up extended self-management faculties for the port authorities (for example, investment decisions). In order to fulfil these objectives, the main tasks of Puertos del Estado are the identification of specific management goals, the assignment of resources and the corresponding financial instruments, management control, the design of common information and accounting systems, and the general planning of investments by the port authorities. It should be emphasised that nowadays the Spanish port system is based on a selffinancing policy for port authorities and it does not receive any direct subsidies from the national government. In this way, current and investment expenditures are covered by current incomes, special European Union subsidies, and occasionally by external debt. Port authorities, therefore, must obtain a volume of income such that they can finance the running costs as well as capital expenditure, and additionally achieve a reasonable return for investment in fixed assets.2 Within this framework and since 1992 when a new general law for ports became effective (Law 27/1992), general interest ports are intended to correspond to the landlord model, whereby the port authority does no more than provide the port land and infrastructure, while regulating the use of this public property. Other relevant functions are public land use regulation, anti-trust control of port services, specialisation of facilities, 1 There are an important number of studies that deal with evaluating the productive structure of port operators. In this way, Jara-Dı́az et al. (2005) analyse the cost structure for three different cargo-handling firms located in the same port. 2 This return could be interpreted, from an economic point of view, as the opportunity cost, for which, in reality, the condition imposed upon the port authorities is that the economic profits are zero. 351 Journal of Transport Economics and Policy Volume 47, Part 3 environmental precautions, and safety within the port space. Port services are essentially provided by private sector operators under an authorisation or concession regime; these include berthing services, piloting, towing, mooring and cargo handling, among others. As the World Bank (2007) affirms, in the landlord port model, infrastructure is leased to private operating companies and/or to industries such as refineries, tank terminals, and chemical plants. The lease to be paid to the port authority is usually a fixed sum per square metre per year, typically indexed using some measure of inflation. The amount of the lease is related to the initial preparation and construction costs (for example, land reclamation and quay wall construction). The private port operators provide and maintain their own superstructure, including buildings (for example, offices, sheds, warehouses, container freight stations, workshops). They also purchase and install their own equipment on the terminal grounds (for example, dock cranes, conveyor belts) as required by their business. 2.2 Pricing in the Spanish port system (1986–2005)3 According to Trujillo and Nombela (2000), port fees are relevant when shipping companies or exporters/importers have to choose among different ports, although their importance is relatively small compared to the total cost that port users must bear. In this way, port fees on the use of infrastructure would represent between 5 and 15 per cent of the total monetary cost, these costs being associated with cargo handling, the most important concept of the total bill (70–90 per cent). In general terms, incomes may be classified in three different types: those which finance general services; those related to specific services; and finally rents, associated with the use of public land for private firms. In Table 1 we observe the revenues’ structure of Spanish port authorities for the period 1986–2005. Regarding the first type of income, those include services related to: signalling (lights, buoys), commercial vessels (berths, docks), cargo, passengers, and sport vessels. It represents 71 per cent of the total income for the period 1986–2005, income associated with the vessel (17 per cent) and the cargo (48 per cent) being the most important. The income associated with specific services is related to the use of cranes, storage or energy supplies. As we see in Figure 1, this income has been decreasing in importance in recent years, representing 7 per cent in 2005. The progressive change from a tool port model, where superstructures used to be owned by port authorities but operated by private firms, to the landlord port model, in which a superstructure is owned and operated by private operators, could explain it. The rent associated to the use of public land for private firms is the second most important source of income (27 per cent of the total income in 2005). This type of rent has been increasing in importance in recent years, due to the nature of the landlord port model, in which port authorities lease port infrastructure to the private sector. There are several reasons why we only focus on the income for general services. First, the charges that were historically associated with cargo and vessels have been the principal source of income for ports in financing their investments in infrastructures.4 3 Other papers that study the Spanish port reform during the 1990s are Castillo-Manzano et al. (2008), González and Trujillo (2008), and Núñez-Sánchez et al. (2011). 4 A good historical and legal approximation about the charges of port authorities in Spain can be found in Navarro Fernández (2007). 352 Núñez-Sánchez Marginal Costs, Price Elasticities of Demand, and Second-best Pricing Table 1 Revenues’ Structure of Spanish Port Authorities. Means for the Period 1986–2005 Thousands of constant euros 2001 ¼ 100 Percentage Maritime signalling Ships (berths, docks) Cargo and passengers Fish Sport vessels Other general services 110.56 3,927.16 10,977.44 488.25 161.53 440.26 0.48 17.20 48.07 2.14 0.71 1.93 General services Cranes Storage Energy supplies Other specific services 16,105.21 1,253.02 571.91 519.20 777.89 70.53 5.49 2.50 2.27 3.41 Specific services 3,122.02 13.67 Land rents 3,607.46 15.80 22,834.69 100.00 Total income Second, in spite of the growing importance of rents associated with public land, they cannot be considered as prices in an economic sense, given that these rents are usually defined as a percentage of the market value of the land in which the port is located. Therefore, in economic terms, these rents should express the opportunity cost of the aforementioned land. In spite of the fact that the Port Law 27/1992 allows a decentralisation process in decision making within the Spanish port system to be initiated, the pricing policy of Spanish ports ultimately depends on the Ministerio de Fomento (Ministry of Public Figure 1 Revenues’ Structure of Spanish Port Authorities, 1986–2005 0.8 0.7 General services fees 0.5 0.4 Specific services fees 0.3 Land rents 0.2 0.1 0 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 Percentage 0.6 353 Journal of Transport Economics and Policy Volume 47, Part 3 Works and Transport), this being — after the proposal made by the State Ports and after listening to the associations of users in the state area who were directly affected, mainly shipping and travelling users — the organism that fixes the rates that port authorities charge for financing investments, as well as their running costs. It has to be emphasised that these charges are common for all twenty-seven port authorities, which means that free competition in prices for each of the ports is not possible. In order to award certain flexibility to the system, from the point of view of income, the Ministry establishes minimum and maximum limits for all port authorities. In this way, a curious paradox is produced within the port system. On the one hand, legislation allows the ports to make their own decisions in strategic matters, with the ultimate aim of self-financing, but, on the other hand, these are limited when it comes to freely choosing their running costs. In 1997, when Law 62/1997 came into effect and modifying Law 27/1992, two important changes occurred: autonomous communities began to form part of the administration councils within the port authorities; and there was an intensification in freedom of port fees, giving ports the authority to fix basic tariff charges for port services, with no further limits than their own market strategies. However, in the 3rd Transitory Regulation of Law 62/1997, the application of this objective was proposed for a period of three years, maintaining the intervention of the Ministry of Public Works and Transport in the sector. In short, the new regulation in 1997 tried to increase the degree of port autonomy, offering incentives for competition between different ports of general interest, even though the freedom of prices was never fully implemented. The last reform, which took place in the period between 1986 and 2005, came into effect with Law 48/2003, in which all references to the general application for freedom of prices for port authorities disappeared. With this new reform, the only thing that was granted was the freedom to set prices for the previously mentioned specific services which, as we previously mentioned, carry very little weight in relation to port funding. With respect to general services, this new law continues to fix maximum and minimum limits for different charges, although such flexibility is determined by the general profitability obtained by the port authorities. 3.0 Theoretical Problem As we pointed out in the previous section, the most important fees in order to finance the infrastructure of ports are those fees related to general services for commercial vessels and cargo. On the other hand, the system of port fees to fund port infrastructures is a centralised system, where the Ministry of Public Works and Transport is the organism which ultimately decides the charges which can be made to port authorities. Assuming, a priori, that ports are productive units with considerable economies of scale, optimal or first-best pricing would produce economic losses, which is why the principle of self-financing could not be carried out. The model stated below which we propose is a model in which State Ports propose a tariff mechanism common to all second-best type port authorities, based on a tariff system using Ramsey prices. In this way, we define the decision problem of State Ports as the maximisation of a total surplus function, which is defined as the sum of consumer surplus plus the profit of the port authority, subject to a 354 Marginal Costs, Price Elasticities of Demand, and Second-best Pricing Núñez-Sánchez classical economic constraint: it has to achieve the zero-profit condition: X n Z Qi n X Max W ¼ CS þ ¼ pi ðX Þ dX pi Qi þ pi Q i C ð Q 1 ; . . . ; Q n Þ Qi 0 i¼1 i¼1 ð1Þ s:t: ¼ 0: Defining the Lagrangean function of the constrained problem (1): n Z Qi X ~ ‘ Q; l ¼ pi ðX Þ dX pi Qi i¼1 þ n X 0 " pi Q i C ð Q 1 ; . . . ; Q n Þ þ l i¼1 n X # pi Q i C ð Q 1 ; . . . ; Q n Þ ; i¼1 we calculate the first order condition: 3 2 ~; l ~ ~ @‘ Q @C Q @C Q @p 5 ¼ 0: ¼ 0 ! pi þ l4 i Q i þ p i @qi @qi @Qi @Qi Reordering the latter expression, we obtain: ~ pi MCi Q pi ¼ l 1 ; 1 þ l jeii j ð2Þ ð3Þ where jeii j ¼ ðdQi =dpi Þð pi =Qi Þ is the own price elasticity of demand for good i and 1=1 þ l is called the Ramsey number, which is the function of the shadow price for the constraint of the problem (1) also called Lagrange multiplier l 5 0. The Ramsey pricing rule is also known as the inverse elasticity rule, since it means that outputs with relatively inelastic demands will have greater markups. That is, the amount by which prices exceed marginal costs, expressed as a Lerner index, is greater for outputs with less elastic demand. We could also formulate an alternative problem of decision: the maximisation of a function of social surplus, defined as the balanced sum of m different indirect utility functions, subject to the fact that port authorities present zero economic profits: m X Max a jV j ~ p; R j pk s:t: j¼1 n X ð4Þ pi Qi ¼C ðQ1 ; . . . ; Qn Þ: i¼1 Assuming that port authorities lend their services to two different outputs, thereafter the first-order conditions, we obtain the following Ramsey pricing rule: 3 2 ~ pj MCj Q 7 6 7 je j þ e 6 pj 6 kk jk 7 ; ð5Þ 7 ¼ 6 7 6 p MC Q e þ e ~ jj kj k 5 4 k pk 355 Volume 47, Part 3 Journal of Transport Economics and Policy where jekk j þ ejk and ejj þ ekj are called superelasticities. For the case of the port authorities’ outputs (cargo and vessels), we consider both as complements, so cross-price elasticities of demand should have negative values. In this sense, it could be the case that the price of one output is less than its corresponding marginal cost, given that the crossprice effect is significant enough. In order to test whether the two most important fees of port authorities to finance infrastructure are a second-best solution, we should estimate marginal costs for cargo and vessels, and we should obtain own and cross-fee elasticities of demand related to cargo and vessels. 4.0 Econometric Estimation 4.1 Estimation of the variable cost function and cost expenditure equations For the estimation of the multi-product variable cost function we have chosen a flexible functional form, the multi-product quadratic function with variables deviated from their mean. It is based upon a second-order Taylor series expansion around the mean values: VCit ¼ a0 þ m X r Þ þ br ðQrit Q r¼1 þ n X n X m X m X r ÞðQsit Q s Þ þ brs ðQrit Q r¼1 s¼1 n X jÞ gj ðWjit W j¼1 j ÞðWkit W kÞ gjk ðWjit W j¼1 k¼1 þ m X n X r ÞðWjit W j Þ þ Z f ðFit FÞ rrj ðQrit Q r¼1 j¼1 þ Zff ðFit FÞ2 þ m X r Þ þ sfr ðFit FÞðQrit Q r¼1 þ P X i¼1 þ n X pi Di þ xa ðTt TÞþxaa ðTt TÞ2 þ n X jÞ rfj ðFit FÞðWjit W j¼1 m X r ÞðTt TÞ fra ðQrit Q r¼1 j ÞðTt TÞþtf ðFit FÞðTt TÞ þ eit ; zj ðWjit W ð6Þ j¼1 where VCit is the total variable cost of a port authority i in a year t, Qrit is the amount of output r of a port authority i in a year t, Wjit is the input j price of a port authority i in a year t, Fit is the amount of the quasi-fixed input of a port authority i in a year t, Di is a dummy which captures the individual cost effects of port authorities, and T is a time trend representing technical change. Given that the time trend T interacts with input and output variables, the model allows studying non-neutral technical change, and a0 , br , brs , gj , gjk , rrj , Zf , Zff , sfr , rfj , pi , xa , xaa , fra , zj , tf are parameters to be estimated, m represents the number of outputs, and n is the number of inputs. Variables with a horizontal bar on top represent sample means. 356 Núñez-Sánchez Marginal Costs, Price Elasticities of Demand, and Second-best Pricing We can apply Shephard’s Lemma to obtain input cost expenditure equations to be estimated with the cost function, improving the efficiency of the parameter estimation: Ejit ¼ Wjit @VCit ¼ wjit Xjit @Wjit " jÞ þ ¼ Wjit gj þ 2gjj ðWjit W n X kÞ gjk ðWkit W k¼1 þ m X # r Þ þ rfj ðFit FÞ þ zj ðTt TÞ þ nit : rrj ðQrit Q ð7Þ r¼1 We can also calculate port authorities’ specific marginal costs for outputs at their corresponding mean values of outputs and prices:5 MCr ¼ m n X X @VC r Þ þ s Þ þ jÞ ¼ br þ 2brr ðQr Q brs ðQs Q rrj ðWj W @qr j¼1 s 6¼ r þ sfr ðFit FÞ þ fra ðTt TÞ: ð8Þ The multi-output degree of short-run scale economies, SE — also called economies of density (Christensen and Greene, 1976) — measure short-run economies associated with increased production, given a certain level of the quasi-fixed input (in this case, the deposit surface). Economies of density are defined on the technology as the maximal proportionate growth rate of outputs, as all the variable inputs are expanded proportionally, which means solving for S in FðlX; lS Q; SÞ ¼ 0, where F is the transformation function and l is the proportion by which variable inputs increase. It can be calculated from the cost function at a point as: S¼ ~; W ~Þ VCðQ : m X MCr Qr ð9Þ r¼1 In the single output case, equation (9) reduces the ratio between average and marginal costs. As Bottasso and Conti (2010) point out, short-run scale economies are relevant when computed in the case of industries characterised by the presence of infrastructures that cannot be easily modified in the short-run, like most network industries or airport and port sectors. 4.2 Estimation of the demand functions In order to calculate own and cross-price elasticities of cargo and vessel demand, we estimate two different demand equations. Assuming a semi-logarithm functional form, we indirectly obtain the values of those elasticities. The cargo demand function (Qc ) is 5 For simplicity, we omit the sub-index for port authorities (i) and year (t). 357 Volume 47, Part 3 Journal of Transport Economics and Policy expressed as follows: ln Qcit ¼ git þ d0 ð pcit Þ þ d1 ð psit Þ þ p X ci Di þ T X zt Dt þuit ; ð10Þ xt Dt þeit : ð11Þ t¼1 i¼1 and the vessel demand function (Qs ): ln Qsit ¼ yit þ B0 ð psit Þ þ B1 ð pcit Þ þ p X i¼1 ji Di þ T X t¼1 The intercept term of both demands includes variables which try to capture some different factors influencing inter-port competition among different port authorities. Navas (2003) distinguishes three different types of factors: those related with the geographical position; those depending on physical and infrastructural features; and finally those associated with operating conditions. The intercept term groups the first two. Regarding the first group, we have included one variable: the added value of the region in which the port is located (inc), in order to capture the importance of its hinterland. Another two variables capture physical and infrastructural features: the number of linear metres of deep water berths of more than 4 m (draft) and the number of pieces of cargo handling equipment6 (inf ), which includes gantry cranes, ship-shore gantries, yard cranes, and mobile cranes. In this way, the intercept for the cargo demand function is expressed as: git ¼ g0 þ g1 lnðincit Þ þ g2 lnðinfit Þ; ð12Þ and the intercept for the vessel demand function: yit ¼ y0 þ y1 lnðincit Þ þ y3 lnðdraftit Þ: ð13Þ Both demands also depend on cargo and vessel fees ( p). These variables capture the operating conditions of the different port authorities. Other important variables related to the operating conditions are, speed movement of cargo, safety of cargo, or the number of regular shipping lines. Unfortunately, however, we have not found enough information to include them in the study. For the specification of equations (10) and (11) we have also included dummies which try to capture individual and temporal effects. These individual demand effects of port authorities are especially important given that they take into account some factors related to the geographical position of ports. 5.0 Data 5.1 Definition of variables for the estimation of the variable cost system The sample consists of the twenty-six7 port authorities. Annual data comprises the period between 1986 and 2005. Appendix 1 shows some descriptive statistics for the 6 The use of cranes as an infrastructure variable is always controversial. After testing various specifications, we decided to add the number of cranes into a single variable. The main reason justifying such a decision is that this article does not take into account the different types of cargo, so this variable in the cargo demand function would be a proxy for port size. This variable has been used in other studios, as in Cullinane et al. (2002). 7 The Port Authority of Sevilla was not included in the analysis as it is the only river port and, therefore, its cost structure responds to a quite different technology. 358 Marginal Costs, Price Elasticities of Demand, and Second-best Pricing Núñez-Sánchez variables used for the estimation of cost and expenditure equations. The final panel data set consists of 520 observations. There, total variable annual costs (VC) represent the dependent variable that includes labour expenditures (El), capital expenditures (Ek), and intermediate consumption expenditures (Eic). Labour costs comprise the payments of labour and Social Security expenses. Capital expenditures are calculated as total annual provisions for amortisation and variation in provision for bad trade debts. Finally, intermediate consumption comprises consumption (for example, office supplies, water, electricity), and external supplies and services. The explanatory variables of the multioutput cost function for the infrastructure services of Spanish ports comprise two outputs, three input prices and one quasi-fixed input. The output variables of ports represent the movements of cargo (Qcargo) and vessels, measured as the aggregate gross tonnage of vessels which entered the ports (Qgt). Labour price (Wl) is calculated as total labour expenditure over the total number of employees. Regarding input prices, capital price (Wk) is calculated as an index price of public works (ICNC, ı́ndice de precios de la Confederación Nacional de la Construcción)8 multiplied by the sum of real long-term interest rate (R), and the depreciation rate of the port’s property and equipment (d). The depreciation rate is calculated as the annual depreciation expenditures of each port authority over the total assets. The following expression shows the method to calculate capital price for every port authority, Wk ¼ ICNCðR þ dÞ. Intermediate input price (Wic) is defined as the ratio between the sum of consumption, externally provided services, plus other expenses and annual revenue. Finally, the existing deposit surface of every port authority (F ) has been considered as a quasi-fixed input, given that it is not possible to enlarge a port in a continuous way. 5.2 Definition of variables for the estimation of demand equations Appendix 1 shows some descriptive statistics for the variables used for the estimation of demand equations (10) and (11). As dependent variables, we have used the movement of cargo (Qcargo) and vessels, measured as the aggregate gross tonnage of vessels which entered the ports (Qgt), respectively. Regarding the independent variables, we have defined the cargo and vessel fees (pc and pS) for every port authority as the average income; that is, the ratio between the annual income collected for fees related to cargo or vessel, and the total movement of cargo or vessel. Other variables which have been considered for the estimation were: the added value of the region in which the port is located, as proxy to the importance of the hinterland (inc); the number of linear metres of docks with deep water higher than 4 m (draft); and the number of pieces of cargo-handling equipment (inf ). 6.0 Results 6.1 Results for the estimation of the variable cost system and demand functions Although it is possible to estimate separately the quadratic variable cost function and the demand functions, it would lead to an efficiency loss. In this way, we employ a 8 This price index was collected from the National Building Confederation (Confederación Nacional de la Construcción). 359 Journal of Transport Economics and Policy Volume 47, Part 3 full-information method by estimating the system of equations, which include the variable cost equation, cost expenditure equations, and demand equations for cargo and vessels. In Table 2, we observe the estimation of the multi-product variable cost system (equations (6) and (7)) by means of three-stage least squares (3SLS). All the variables are expressed in deviations with respect to their means. Therefore, the first-order coefficients relating to the outputs can be interpreted as their marginal costs evaluated at the sample mean. As the economic theory remarks, a variable cost function must satisfy the regularity conditions: it should be non-decreasing, quasi-concave and homogeneous of degree zero in prices of the variable inputs, and non-decreasing in outputs. These properties have been verified in our specification, so we confirm that port authorities minimise their variable costs. The marginal cost evaluated at the sample mean for cargo is 0.35€ per ton, whereas marginal cost for vessels is 0.06€ per gt. Comparing these values with the mean for cargo and vessel fees (1.34€ per ton and 0.23€ per gt), we admit that both fees are higher than their marginal costs, so price regulation on port authorities does not correspond to a first-best solution. On the other hand, the first-order coefficient relating to the deposit area and considered as a quasi-fixed input is positive but not statistically different from zero. This result is counter-intuitive in terms of the economic theory, given that this means the marginal productivity of the total area is zero. However, this result is very common in studies related to the technology structure of utilities.9 Two reasons could explain this result. First, port infrastructure cannot be built in a continuous way, so it is not possible to meet present demand without the existence of overcapitalisation. Most infrastructures are built in order to meet future increasing demand. Second, zero or negative marginal productivity could be explained as a result of some features of the regulatory regime for Spanish ports. In this way, as we mention in Section 2.1, port authorities must obtain a volume of income such that they can finance the running costs as well as capital expenditure, and additionally achieve a reasonable return for investment in fixed assets. This kind of rate-of-return regulation typically distorts the input ratios. Finally, given that a coefficient related to the trend is negative, port authorities presented a process of technological change. Meanwhile, second-order coefficients associated with the trend say that this process becomes less important over the period analysed. The existence of non-neutral technological change has allowed that the demand for labour and intermediate consumption has decreased. The estimation of the variable cost system of equations allows us to calculate individual marginal costs for every single port authority (equation (8)). Moreover, it is possible to test the existence of increasing returns to scale for the technology structure of port authorities (equation (9)). For the sample mean, economies of density are equal to about 2.95, thus implying that a 1 per cent proportional increase in all outputs would lead total variable costs to rise by 0.34 per cent in the short-run. Equations (10)–(13) define the demand functions, which depend on cargo fees, vessel fees, the added value of the corresponding hinterland, and the equipment of the port or the number of linear metres of quays. Other factors that can affect demand are the main 9 Some examples are Rodrı́guez-Alvarez et al. (2007) for the case of port cargo-handling firms, or Bottasso and Conti (2009) for water and sewerage companies. 360 Núñez-Sánchez Marginal Costs, Price Elasticities of Demand, and Second-best Pricing Table 2 Parameter Estimates Coefficient Std. Error t-Statistic Prob. Cost parameters constant Wl Wk Wic Qcargo Qgt F Qcargo Qcargo Qgt Qgt F F Wl Wl Wk Wk Wic Wic Qcargo Qgt Qcargo F Qgt F Wl r Wl Wic Wk Wic F Wl F Wk F Wic Qcargo Wl Qcargo Wk Qcargo Wic Qgt Wl Qgt Wk Qgt Wic trend trend trend trend Qcargo trend Qgt trend F trend Wl trend Wk trend Wic 16057242 211.582 1208153 12986795 0.348 0.063 1.401 5.7E-09 3.84E-10 1.47E-06 0.001 12341 4899983 1.21E-09 3.58E-07 1.47E-08 7.576 34.987 312517 0.00011 0.877 5.912 2.41E-06 0.030 0.375 5.82E-07 0.004 0.105 219865 24965 0.008 0.006 0.597 8.495 7825 513220 2375839 3.796 25041 326530 0.091 0.031 1.371 6.74E-09 3.55E-10 6.94E-07 7.13E-05 3703 499080 2.3E-09 9.25E-08 1.34E-08 1.177 23.411 73572 0.00001 0.046 0.567 5.39E-07 0.003 0.043 1.28E-07 0.001 0.010 64371 5085 0.005 0.003 0.096 0.698 5455 48211 6.758556 55.731 48.247 39.772 3.835 2.035 1.021 0.846 1.084 2.116 11.535 3.333 9.818 0.525 3.874 1.100 6.439 1.494 4.248 16.490 19.168 10.432 4.472 8.590 8.813 4.540 4.685 10.045 3.416 4.909 1.647 2.405 6.194 12.162 1.434 10.645 0.000 0.000 0.000 0.000 0.000 0.042 0.307 0.398 0.278 0.035 0.000 0.001 0.000 0.600 0.000 0.271 0.000 0.135 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.001 0.000 0.100 0.0162 0.000 0.000 0.152 0.000 Cargo demand parameters constant PC PS ln(inc) ln(inf ) 12.941 0.339 0.270 0.177 0.361 1.555 0.034 0.292 0.086 0.039 8.324 10.023 0.923 2.064 9.209 0.000 0.000 0.356 0.039 0.000 Vessel demand parameters constant PC PS ln(inc) ln(draft) 11.280 0.078 1.352 0.250 0.290 1.578 0.032 0.286 0.082 0.085 7.148 2.470 4.734 3.048 3.422 0.000 0.014 0.000 0.002 0.001 Notes: R2 for VC, El, Ek, Eic, Qcargo, and Qgt are 0.95, 0.68, 0.72, 0.73, 0.96, and 0.97, respectively. Estimation of cost function includes variable dummies for individual ports, and estimation of both demands includes variable dummies for individual ports and temporal effects. 361 Journal of Transport Economics and Policy Volume 47, Part 3 distance of the port with the main commercial route for vessels, or the distance among other ports; however, the effect of these variables over the demand are controlled by the inclusion of the individual effects for every port authority, given that those effects are time constant. We have assumed a semi-logarithm form for the demands in order to obtain different fee elasticities for every single port authority. We have also included temporal effects. Table 1 shows the estimation of port infrastructure demand function for cargo, which reveals that the coefficient associated to the cargo fee is negative and statistically different from zero, as predicts the economic theory. On the other hand, the coefficient related to the vessel fee is also negative but not statistically different from zero, so we could interpret that the variation of fees related to the vessel does not affect the port infrastructure demand function for cargo. This result could be explained due to the relatively low value of this concept of a fee. Individual effects for every single port authority are statistically significant, so we could admit that those individual timeconstant effects impact the demand of port infrastructure for cargo. In this sense the location of port infrastructure would be an important factor to explain the demand of services for cargo. Temporal effects are also statistically different from 1992. It is important to stress that this year, a new law for ports became effective (Law 27/1992). Finally, we observe that both the added value of the hinterland and the equipment of the port positively affect the demand of port infrastructure for cargo. Regarding the estimation of demand for port infrastructure for vessels, we observe that both coefficients associated with fees are negative and statistically different from zero, showing the complementary nature of cargo and vessels. Unlike the previous estimation, the cross-fee effect is statistically significant, given that the variation on cargo fees affects the demand of port infrastructure for vessels. On the other hand, both individual time-constant effects and temporal effects are statistically significant. Other variables which positively affect the demand of port infrastructure for vessels are the added value of the hinterland and the number of linear metres of deep water berths of more than 4 m. In Table 3, the individual marginal costs for cargo and vessels at the mean and their corresponding markups are shown. The existence of port fees (both cargo and vessel), higher than marginal costs, is economically justified in order to cover investment costs of these infrastructures. Regarding individual marginal costs, differences among different port authorities are quite significant. The highest marginal costs for cargo come from Barcelona (0.85€ per ton) and Valencia (0.82€ per ton), whereas Bahı́a de Algeciras (0.1€ per ton) presents the lowest value. On the other hand, the port authorities of Bilbao (0.11€ per gt) and Pasajes (0.1€ per gt) present the highest marginal costs for vessels. The lowest marginal costs for vessels are for Bahı́a de Algeciras (0.001€ per gt). The estimation of marginal costs for the different outputs allows us to calculate their markup, using also fees related to cargo and vessels. In this way, it is possible to determine the left-hand side of equation (5). Table 3 also presents markups for cargo and vessel fees. Since markups for cargo are greater than zero, this suggests that cargo fees charged to customers are in excess of marginal costs for every single port authority. The highest and lowest value for markup related to cargo is for Marı́n y Rı́a de Pontevedra (0.89) and Castellón (0.02), respectively. Regarding the markups for vessels, we observe that there are port authorities that 362 Núñez-Sánchez Marginal Costs, Price Elasticities of Demand, and Second-best Pricing Table 3 Marginal Costs, Markups and Elasticities of Demand (PC MCC)/ (PS MCS)/ PC PS eCC eCS eSS eSC 0.252 0.463 0.252 0.430 0.540 0.608 0.354 0.321 0.152 0.666 0.262 0.308 0.322 0.317 0.441 0.339 1.024 0.453 0.516 0.605 0.018 0.046 0.039 0.107 0.050 0.040 0.090 0.082 0.062 0.007 0.072 0.141 0.084 0.086 0.035 0.055 0.007 0.010 0.098 0.119 0.088 0.232 0.195 0.535 0.253 0.199 0.451 0.411 0.310 0.034 0.359 0.709 0.420 0.433 0.174 0.274 0.037 0.052 0.489 0.596 0.058 0.107 0.058 0.099 0.124 0.140 0.081 0.074 0.035 0.153 0.060 0.071 0.074 0.073 0.102 0.078 0.236 0.104 0.119 0.139 Port Authority MCc MCS Bahı́a de Algeciras Alicante Almerı́a-Motril Avilés Bahı́a de Cádiz Barcelona Bilbao Cartagena Castellón Ceuta Ferrol-S. Cibrao Gijón Huelva A Coruña Las Palmas Málaga Melilla Baleares Pasajes Marı́n y Rı́a de Pontevedra Santa Cruz de Tenerife Santander Tarragona Valencia Vigo Vilagarcı́a 0.098 0.291 0.219 0.283 0.650 0.850 0.569 0.160 0.282 0.283 0.211 0.379 0.240 0.198 0.339 0.224 0.333 0.317 0.465 0.186 0.001 0.067 0.051 0.069 0.065 0.062 0.117 0.062 0.080 0.038 0.063 0.089 0.092 0.062 0.019 0.053 0.083 0.038 0.101 0.042 0.867 0.786 0.683 0.771 0.560 0.462 0.377 0.841 0.293 0.818 0.671 0.540 0.756 0.765 0.667 0.769 0.884 0.756 0.660 0.890 0.907 0.587 0.566 0.820 0.624 0.546 0.584 0.787 0.632 1.507 0.646 0.832 0.701 0.804 0.755 0.689 2.546 0.024 0.682 0.886 0.327 0.009 0.666 0.598 0.337 0.016 0.080 0.078 0.477 0.179 0.821 0.382 0.373 0.084 0.076 0.078 0.059 0.084 0.693 0.708 0.428 0.808 0.805 0.677 0.754 0.539 0.702 0.732 0.589 0.247 0.568 0.727 0.731 Mean Standard deviation CV 0.348 0.063 0.217 0.050 0.619 0.791 0.690 0.241 0.350 0.462 1.090 2.357 0.455 0.064 0.321 0.105 0.247 0.040 0.202 0.057 0.543 0.630 0.630 0.543 0.099 0.098 0.050 0.067 0.089 0.494 0.492 0.249 0.336 0.446 0.136 0.057 0.131 0.167 0.168 do not cover their marginal costs. This is the case for Melilla (2.5) and Ceuta (1.5). This result could be partially explained due to the special consideration for the legislation of these ports. In this sense, different laws allow them special subsidies for shippers and customers. The common characteristic for all of them is the particular location of these ports: Ceuta and Melilla are located in cities isolated in the African continent, and both are considered as strategic ports for the Spanish government. On the other hand, markups for cargo (0.68) are substantially higher than that for vessels (0.46). This indicates that shippers receive significant price concessions in relation to customers. This result would appear to indicate the existence of fee discrimination or regulatory bias in favour of shippers and to the detriment of freight forwarders. In the next section, we will show whether this price discrimination can be justified by the welfare principle. 363 Journal of Transport Economics and Policy Volume 47, Part 3 Table 3 also shows the different fee elasticities which are necessary in order to calculate the superelasticities defined in Section 3 for every port authority measured on average. All of the elasticities are negative, with values of less than one. Only one port authority presents an own fee elasticity cargo demand higher than one, confirming the highly inelastic nature for the demand for port infrastructure regarding the fees (Trujillo and Nombela, 2000). In this sense, the value of the own fee elasticity of demand for cargo is 0.45 on average, whereas the value for the own fee elasticity of demand for vessel is 0.32. If both demands were independent, according to the inverse elasticity rule enunciated for Ramsey, fee–cost margins for vessels should be higher than those related to the cargo. However, cross-fee effect was statistically significant, given that the variation on cargo fee affected the demand for port infrastructure for vessels, showing the complementary nature of both goods. In this way the cross-fee elasticity for vessels is 0.1 on average. 6.2 Comparison fee structure with the optimal structure predicted by the model According to equation (5), the ratio of markups should be equal to the ratio of superelasticities, which are defined as the own fee elasticity of demand minus the cross-fee elasticity of demand. In our study, four elasticity measures are calculated: own fee elasticities for cargo and vessels, and their corresponding cross elasticities. In order to check whether port authorities use a second-best mechanism based on Ramsey prices, we adopt the following strategy for the analysis: (1) we calculate the ratio of markups and the ratio of superelasticities for each port authority during the period 1986–2005; (2) we plot both variables in order to show the relation between them; and (3) we econometrically estimate equation (5). In Table 4 we compare the differences between the ratio of markups based on the estimation of the corresponding marginal costs and the ratio of superelasticities based on the estimation of demand functions. On an aggregate level we could admit that fees achieve the welfare maximisation condition given that the ratio of markup on average (0.96) is equal to the ratio predicted by the Ramsey model (0.95). However, if we analyse the mean values for the different port authorities, we observe that an important heterogeneity exists between them. In this sense, if we look at the first column, we observe that for some port authorities the vessel fees do not cover their marginal costs, as we showed in Section 6.1. This is the case of Ceuta and Melilla. The Ramsey pricing rule shows us that when two products are complements, it can be the case that the price of one product is less than its marginal cost, provided the cross-price effect is significant enough. This is not the case of both port authorities, given that the superelasticity ratio is always positive, so one important implication for the regulatory agency would be the revision of current subsidies in order to make it possible for vessel fees to be able to cover the marginal costs of port infrastructure. In Figure 2 we plot both variables, showing that the Ramsey pricing rule is not implemented for the case of Spanish port authorities. We observe that lower values of the superelasticity ratio imply greater variability of the markup ratio. This is the case for Baleares, Tenerife, Ceuta, and Melilla. This result is especially interesting given that the first two port authorities are located on islands, whereas both Ceuta and Melilla are cities located in Africa. Additionally, the markup ratio remains constant for those port authorities that present a superelasticity ratio higher than approximately one. 364 Núñez-Sánchez Marginal Costs, Price Elasticities of Demand, and Second-best Pricing Table 4 Comparison of Markup Ratio and Superelasticity Ratio. Mean Values for Port Authorities Port authority Markup ratio ((PC MCC)/PC)/((PS MCS)/PS) Superelasticity ratio (|eSS| þ eCS)/(|eCC| þ eSC) 1.502 1.963 0.400 0.954 0.694 0.871 0.131 1.145 0.533 0.026 0.805 0.634 1.118 0.975 1.016 1.220 0.216 1.447 1.018 1.021 1.477 1.457 0.895 0.790 1.415 1.170 0.358 0.533 0.915 1.340 0.518 0.355 1.349 1.425 2.553 0.067 1.482 2.740 1.457 1.523 0.427 0.852 0.041 0.124 1.041 1.122 0.261 0.861 2.099 0.492 0.484 0.763 0.969 0.883 0.912 0.955 1.882 1.970 Bahı́a de Algeciras Alicante Almerı́a-Motril Avilés Bahı́a de Cádiz Barcelona Bilbao Cartagena Castellón Ceuta Ferrol-S. Cibrao Gijón Huelva A Coruña Las Palmas Málaga Melilla Baleares Pasajes Marı́n y Rı́a de Pontevedra Santa Cruz de Tenerife Santander Tarragona Valencia Vigo Vilagarcı́a Mean Standard deviation CV Finally, we econometrically estimate equation (5): 2 3 ð pC MCC ð~ qÞ Þ 6 7 pC 6 7 ¼ b0 þ b1 jeSS j þ eCS þuit : 4 ð pS MCS ð~ qÞÞ 5 je j þ e CC pS SC ð14Þ it it Then, we test jointly whether the coefficient related to the superelasticity ratio is one and the constant term is zero. If we were not able to reject the null hypothesis, thus we could admit that port authorities maximise social surplus using Ramsey prices. In Table 5 we show that the coefficient related to the superelasticity ratio is negative (0.16), whereas the constant term is positive (1.56). Both coefficients are statistically different from zero. If we perform the test for both coefficients, we reject the null hypothesis of using Ramsey pricing. 365 Volume 47, Part 3 Journal of Transport Economics and Policy Figure 2 -10 markup ratio 10 0 20 Markup Ratio and Superelasticities Ratio 0 2 4 6 superelasticity ratio Table 5 Parameter Estimates and Test for the Pricing Regime constant superelasticity Coefficient Std. Error t-Statistic Prob. 1.559 0.160 0.413 0.079 3.780 2.020 0.000 0.044 Notes: R2 ¼ 0.06, F(26,490) ¼ 9.44, Prob. > F ¼ 0.00. Joint test for constant ¼ 0 and superelasticity ¼ 1: F(2,490) ¼ 111.49, Prob. > F ¼ 0.00. 7.0 Conclusions and Implications From 1992 the Spanish port system has been characterised as a decentralised system where port authorities decide their own investment and the allocation of their resources under the self-financing principle. However, there are some aspects which port authorities cannot decide for themselves. One of them is the fee-setting mechanism, which is regulated by the Ministry of Public Works and Transport. In Spain, port fees are traditionally divided in two categories: those which tax general services and those which assess specific services. From 1992, specific service fees have been decreasing in importance. The progressive change from a tool port model, where a superstructure used to be owned by port authorities but operated by private firms, to the landlord port model, in which a superstructure is owned and operated by private operators, could explain this fact. For Spanish port authorities, the two most important fees that finance port infrastructure are those related to the movement of cargo and those that affect 366 Marginal Costs, Price Elasticities of Demand, and Second-best Pricing Núñez-Sánchez vessels. The centralised fee-setting mechanism is revisited, due to the claims of port authorities which highlight fees as an important strategic variable for inter-port competition. In this paper a centralised pricing system, which allows the maximisation of social surplus under the self-financing principle, has been presented. Moreover, both the estimation of marginal costs of different outputs for port authorities and fee elasticities of demand enable us to evaluate the present fee structure of port authorities. The results obtained show that port authorities present an important degree of economies of scale and the existence of overcapitalisation, given that marginal productivity of the quasi-fixed input is negative. Regarding individual marginal costs, differences among different port authorities are significant. Comparing these values with their corresponding fees, we conclude that in general terms, regulated fees for both outputs are higher than their marginal costs, so first-best regulation is not being implemented in the Spanish port system. However, this result seems reasonable due to the existence of economies of scale. On the other hand, the estimation of demand functions for the use of port infrastructure enables us to calculate fee elasticities of demand, which we consider a novelty in the literature, given that we have not found previous studies that quantify the sensibility of the demand for these services with regard to port fees. This analysis allows us important conclusions. First, we have demonstrated that demands for port infrastructure are inelastic. We have also observed the importance of time-constant effects on demand, which could be related to the location of these infrastructures. Moreover, time effects have been significant from 1992, so we could conclude that the decentralisation process of port authorities has improved traffic in ports. The comparison of fee structure with the optimal structure predicted by the model allows us to conclude that fees do not achieve the social surplus maximisation condition. We have also found the existence of an important heterogeneity among port authorities, which does not enable a general recommendation regarding a new price-setting structure for the whole of the port authorities. In this sense, a new regulation which would allow port authorities to set their own fees may represent an improvement for the present mechanism. The interaction between port authority fees and cargo-handling operators’ charges would be a good future research issue following a general equilibrium approach. However, at present this topic is beyond our scope due to the limitations of data. References Bottasso, A. and M. 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(1995): ‘Marginal cost and second-best pricing for water services’, Review of Industrial Organization, 10, 323–38. 368 Definition Source infr draft Number of linear metres of deep water berths of more than four metres (metres) Total cranes (number) Variables for the estimation of the demand functions Qcargo Cargo (ton) Qgt Vessels (gross tonnage) PC Cargo fee (2001 constant € per ton) PG Vessel fee (2001 constant € per gt) inc Gross Domestic Product (2001 constant €) Puertos del Estado Puertos del Estado Puertos del Estado Puertos del Estado Puertos del Estado Instituto Nacional de Estadı́stica (INE) Puertos del Estado Variables for the estimation of the cost function and expenditure functions VC Variable costs (2001 constant €) Puertos del Estado Wl Labour price (2001 constant € per unit) Puertos del Estado Wk Capital price (percentage) Puertos del Estado, Instituto Nacional de Estadı́stica (INE) and Confederación Nacional de la Construcción (SEOPAN) Wic Intermediate consumption price (2001 Puertos del Estado constant hundred € per ton) Qcargo Cargo (ton) Puertos del Estado Qgt Vessels (gross tonnage) Puertos del Estado F Deposit surface (squared metres) Puertos del Estado El Labour expenditures (2001 constant €) Puertos del Estado Ek Capital expenditures (2001 constant €) Puertos del Estado Eic Intermediate consumption expenditures Puertos del Estado (2001 constant €) Variable Std. Dev. Min. 0.195 45 8,029 56 5,010 10,801,511 10,220,888 28,978,634 38,621,171 1.342 0.729 0.237 0.150 35,519,472 29,223,918 10,801,511 10,220,888 28,978,634 38,621,171 516,580 599,368 6,637,312 4,392,354 6,651,474 5,246,096 4,175,096 3,978,286 0.334 CV 1.248 0.583 67,887,624 0.730 132,921 0.333 18.758 0.398 Max. 1 843 363 1.256 28,331 0.624 241,220 63,567,017 0.946 550,707 213,186,107 1.333 0.083 5.625 0.543 0.010 0.783 0.630 503,726 132,767,837 0.823 241,220 63,567,017 0.946 550,707 213,186,107 1.333 11,354 3,106,615 1.160 976,356 24,971,912 0.662 532,770 30,204,354 0.789 239,554 26,283,654 0.953 0.040 17,463,883 12,749,350 1,765,523 29,107 9,698 2,277 5.349 2.130 1.492 Mean Descriptive Statistics for Variables of the Cost Function, Expenditure and Demand Functions Appendix 1 Marginal Costs, Price Elasticities of Demand, and Second-best Pricing Núñez-Sánchez 369
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